-
1
-
-
0015672856
-
Assessing systematic errors in rainfall-runoff models
-
Aitken, A. P. (1973). "Assessing systematic errors in rainfall-runoff models." J. Hydrol., 20(2), 121-136.
-
(1973)
J. Hydrol.
, vol.20
, Issue.2
, pp. 121-136
-
-
Aitken, A.P.1
-
2
-
-
0004170348
-
Applied hydrology
-
McGraw-Hill, New York.
-
Chow, V. T., Maidment, D. R., and Mays, L.W. (1988). Applied hydrology, McGraw-Hill, New York.
-
(1988)
-
-
Chow, V.T.1
Maidment, D.R.2
Mays, L.W.3
-
3
-
-
18444409051
-
Curve number hydrology in water quality modeling: Uses, abuses, and future directions.
-
Garen, D., and Moore, D. S. (2005). "Curve number hydrology in water quality modeling: Uses, abuses, and future directions." J. Am. Water. Resour. Assoc., 41(2), 377-388.
-
(2005)
J. Am. Water. Resour. Assoc.
, vol.41
, Issue.2
, pp. 377-388
-
-
Garen, D.1
Moore, D.S.2
-
4
-
-
0021838724
-
Runoff probability, storm depth and curve numbers.
-
Hawkins, R. H., Hjelmfelt, A. T., Jr., and Zevenbergen, A. W. (1985). "Runoff probability, storm depth and curve numbers." J. Irrig. Drain. Eng., 111(4), 330-340.
-
(1985)
J. Irrig. Drain. Eng.
, vol.111
, Issue.4
, pp. 330-340
-
-
Hawkins, R.H.1
Hjelmfelt Jr., A.T.2
Zevenbergen, A.W.3
-
5
-
-
33845244914
-
Runoff curve number method: Examination of the initial abstraction ratio
-
Las Vegas, NV
-
Hawkins, R. H., Jiang, R., Woodward, D. E., Hjelmfelt, A. T., Jr., and VanMullem, J. E. (2002). "Runoff curve number method: Examination of the initial abstraction ratio." Second Federal Interagency Hydrologic Modeling Conf., Las Vegas, NV, 1-12.
-
(2002)
Second Federal Interagency Hydrologic Modeling Conf.
, pp. 1-12
-
-
Hawkins, R.H.1
Jiang, R.2
Woodward, D.E.3
Hjelmfelt Jr., A.T.4
VanMullem, J.E.5
-
6
-
-
0030158180
-
Analysis of rainfall, runoff and erosion in the low rainfall zone of northern Iraq
-
Hussein, M. H. (1996). "Analysis of rainfall, runoff and erosion in the low rainfall zone of northern Iraq." J. Hydrol., 181(1-4), 105-126.
-
(1996)
J. Hydrol.
, vol.181
, Issue.1-4
, pp. 105-126
-
-
Hussein, M.H.1
-
7
-
-
33750133210
-
Enhanced runoff curve number model incorporating storm duration and a nonlinear Ia-S relation.
-
Jain, M. K., Mishra, S. K., Suresh Babu, P., Venugopal, K., and Singh, V. P. (2006). "Enhanced runoff curve number model incorporating storm duration and a nonlinear Ia-S relation." J. Hydrol. Eng., 11(6), 631-635.
-
(2006)
J. Hydrol. Eng.
, vol.11
, Issue.6
, pp. 631-635
-
-
Jain, M.K.1
Mishra, S.K.2
Suresh Babu, P.3
Venugopal, K.4
Singh, V.P.5
-
8
-
-
15444373544
-
Soil conservation service curve number method: How to mend a wrong soil moisture accounting procedure
-
Michel, C., Andreassian, V., and Perrin, C. (2005). "Soil conservation service curve number method: How to mend a wrong soil moisture accounting procedure?" Water Resour. Res., 41, W02011.
-
(2005)
Water Resour. Res.
, vol.41
-
-
Michel, C.1
Andreassian, V.2
Perrin, C.3
-
9
-
-
25444456644
-
Catchment area-based evaluation of the AMC-dependent SCS-CN-based rainfall-runoff models
-
Mishra, S. K., Jain, M. K., Pandey, R. P., and Singh, V. P. (2005). "Catchment area-based evaluation of the AMC-dependent SCS-CN-based rainfall-runoff models." Hydrol. Processes, 19(14), 2701-2718.
-
(2005)
Hydrol. Processes
, vol.19
, Issue.14
, pp. 2701-2718
-
-
Mishra, S.K.1
Jain, M.K.2
Pandey, R.P.3
Singh, V.P.4
-
10
-
-
14244270235
-
Evaluation of the SCS-CN based model incorporating antecedent moisture.
-
Mishra, S. K., Jain, M. K., and Singh, V. P. (2004). "Evaluation of the SCS-CN based model incorporating antecedent moisture." J. Water Resour. Manage., 18(6), 567-589.
-
(2004)
J. Water Resour. Manage.
, vol.18
, Issue.6
, pp. 567-589
-
-
Mishra, S.K.1
Jain, M.K.2
Singh, V.P.3
-
11
-
-
51349159375
-
Comparison of AMC-dependent CN-conversion formulae.
-
Mishra, S. K., Jain, M. K., Suresh Babu, P., Venugopal, K., and Kaliappan, S. (2008). "Comparison of AMC-dependent CN-conversion formulae." J. Water Resour. Manage., 22(10), 1409-1420.
-
(2008)
J. Water Resour. Manage.
, vol.22
, Issue.10
, pp. 1409-1420
-
-
Mishra, S.K.1
Jain, M.K.2
Suresh Babu, P.3
Venugopal, K.4
Kaliappan, S.5
-
12
-
-
0033167438
-
Another look at SCS-CN method.
-
Mishra, S. K., and Singh, V. P. (1999). "Another look at SCS-CN method." J. Hydrol. Eng., 4(3), 257-264.
-
(1999)
J. Hydrol. Eng.
, vol.4
, Issue.3
, pp. 257-264
-
-
Mishra, S.K.1
Singh, V.P.2
-
13
-
-
0038623412
-
SCS-CN-based hydrologic simulation package
-
V. P. Singh, and D. K. Frevert, eds., Water Resources Publications, Littleton, CO
-
Mishra, S. K., and Singh, V. P. (2002a). "SCS-CN-based hydrologic simulation package." Chapter 13, Mathematical models in small watershed hydrology and applications, V. P. Singh, and D. K. Frevert, eds., Water Resources Publications, Littleton, CO, 391-464.
-
(2002)
Chapter 13, Mathematical models in small watershed hydrology and applications
, pp. 391-464
-
-
Mishra, S.K.1
Singh, V.P.2
-
14
-
-
0036396072
-
SCS-CN method. Part I: Derivation of SCS-CN-based models
-
Mishra, S. K., and Singh, V. P. (2002b). "SCS-CN method. Part I: Derivation of SCS-CN-based models." Acta Geophys. Pol., 50(3), 457-477.
-
(2002)
Acta Geophys. Pol.
, vol.50
, Issue.3
, pp. 457-477
-
-
Mishra, S.K.1
Singh, V.P.2
-
15
-
-
2342577139
-
Soil conservation service curve number (SCS-CN) methodology
-
Kluwer Academic, Dordrecht, Netherlands.
-
Mishra, S. K., and Singh, V. P. (2003). Soil conservation service curve number (SCS-CN) methodology, Kluwer Academic, Dordrecht, Netherlands.
-
(2003)
-
-
Mishra, S.K.1
Singh, V.P.2
-
16
-
-
0037568403
-
A modified SCS-CN method: Characterization and testing.
-
Mishra, S. K., Singh, V. P., Sansalone, J. J., and Aravamuthan, V. (2003). "A modified SCS-CN method: Characterization and testing." J. Water Resour. Manage., 17(1), 37-68.
-
(2003)
J. Water Resour. Manage.
, vol.17
, Issue.1
, pp. 37-68
-
-
Mishra, S.K.1
Singh, V.P.2
Sansalone, J.J.3
Aravamuthan, V.4
-
17
-
-
0010918006
-
Estimation of total (and peak rates of) surface runoff for individual storms
-
USDA, Washington, DC.
-
Mockus, V. (1949). "Estimation of total (and peak rates of) surface runoff for individual storms." Exhibit A, Appendix B, Interim Survey Rep. Grand (Neosho) River Watershed, USDA, Washington, DC.
-
(1949)
Exhibit A, Appendix B, Interim Survey Rep. Grand (Neosho) River Watershed
-
-
Mockus, V.1
-
18
-
-
0034492610
-
Effect of orientation of spatially distributed curve numbers in runoff calculations.
-
Moglen, G. E. (2000). "Effect of orientation of spatially distributed curve numbers in runoff calculations." J. Am. Water. Resour. Assoc., 36(6), 1391-1400.
-
(2000)
J. Am. Water. Resour. Assoc.
, vol.36
, Issue.6
, pp. 1391-1400
-
-
Moglen, G.E.1
-
19
-
-
0011239709
-
Soil and water assessment tool (SWAT): Theoretical documentation, version 2000
-
Texas Water Resources Institute, College Station, TX.
-
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., Williams, J. R., and King, K. W. (2002). "Soil and water assessment tool (SWAT): Theoretical documentation, version 2000." TWRI Rep. TR-191, Texas Water Resources Institute, College Station, TX.
-
(2002)
TWRI Rep. TR-191
-
-
Neitsch, S.L.1
Arnold, J.G.2
Kiniry, J.R.3
Williams, J.R.4
King, K.W.5
-
20
-
-
0029677636
-
Runoff curve number: Has it reached maturity
-
Ponce, V. M., and Hawkins, R. H. (1996). "Runoff curve number: Has it reached maturity?" J. Hydrol. Eng., 1(1), 11-19.
-
(1996)
J. Hydrol. Eng.
, vol.1
, Issue.1
, pp. 11-19
-
-
Ponce, V.M.1
Hawkins, R.H.2
-
21
-
-
0019181832
-
Origin and evolution of the SCS runoff equation
-
ASCE, Reston, VA
-
Rallison, R. E. (1980). "Origin and evolution of the SCS runoff equation." Symp. on Watershed Management, ASCE, Reston, VA, 912-924.
-
(1980)
Symp. on Watershed Management
, pp. 912-924
-
-
Rallison, R.E.1
-
22
-
-
84876847169
-
Effects of landuse on runoff curve number
-
(CD ROM), ASCE, Reston, VA.
-
Rietz, P. D., and Hawkins, R. H. (2000). "Effects of landuse on runoff curve number." Watershed Management 2000, ASCE: Proc., Watershed Management Symp. (CD ROM), ASCE, Reston, VA.
-
(2000)
Watershed Management 2000, ASCE: Proc., Watershed Management Symp.
-
-
Rietz, P.D.1
Hawkins, R.H.2
-
23
-
-
0035664588
-
Validation of the SWAT model on a large river basin with point and nonpoint sources.
-
Santhi, C., Arnold, J. G., Williams, J. R., Dugas, W. A., Srinivasan, R., and Hauck, L. M. (2001). "Validation of the SWAT model on a large river basin with point and nonpoint sources." J. Am. Water. Resour. Assoc., 37(5), 1169-1188.
-
(2001)
J. Am. Water. Resour. Assoc.
, vol.37
, Issue.5
, pp. 1169-1188
-
-
Santhi, C.1
Arnold, J.G.2
Williams, J.R.3
Dugas, W.A.4
Srinivasan, R.5
Hauck, L.M.6
-
24
-
-
0038623413
-
A review of selected small watershed design methods for possible adoption to Iranian conditions
-
M.S. thesis, Utah State Univ., Logan, UT.
-
Sobhani, G. (1975). "A review of selected small watershed design methods for possible adoption to Iranian conditions." M.S. thesis, Utah State Univ., Logan, UT.
-
(1975)
-
-
Sobhani, G.1
-
25
-
-
84876854587
-
Hydrology
-
Soil Conservation Service (SCS), Supplement A, Section 4, Chapter 10, Soil Conservation Service, USDA, Washington, DC.
-
Soil Conservation Service (SCS). (1993). "Hydrology." Supplement A, Section 4, Chapter 10, National engineering handbook, Soil Conservation Service, USDA, Washington, DC.
-
(1993)
National engineering handbook
-
-
-
26
-
-
1842359434
-
Grid-based application of runoff curve numbers.
-
White, D. (1988). "Grid-based application of runoff curve numbers." J. Water Resour. Plann. Manage., 114(6), 601-602.
-
(1988)
J. Water Resour. Plann. Manage.
, vol.114
, Issue.6
, pp. 601-602
-
-
White, D.1
-
27
-
-
0035727309
-
Modified SCS curve number method for predicting sub-surface drainage flow
-
Yuan, Y., Mitchell, J. K., Hirschi, M. C., and Cooke, R. A. C. (2001). "Modified SCS curve number method for predicting sub surface drainage flow." Trans. ASAE, 44(6), 1673-1682.
-
(2001)
Trans. ASAE
, vol.44
, Issue.6
, pp. 1673-1682
-
-
Yuan, Y.1
Mitchell, J.K.2
Hirschi, M.C.3
Cooke, R.A.C.4
|